Behavior of unsaturated layered soil columns during infiltration

被引:78
|
作者
Yang, H
Rahardjo, H
Leong, EC
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
[2] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50011 USA
关键词
infiltration; layered soils; pore water pressure; water content; rainfall; hysteresis; unsaturated soils; laboratory tests;
D O I
10.1061/(ASCE)1084-0699(2006)11:4(329)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the laboratory test results of vertical infiltration on two soil columns of finer over coarser soils subject to simulated rainfalls under conditions of no-ponding at the surface and constant head at the bottom. The main objectives were to evaluate the effect of rainfall intensity and duration; and to provide experimental evidence for soil water redistribution and hysteresis. The results show that rainfall intensity had a major effect on infiltration in the finer layer but had limited effect in the coarser layer due to the large difference of saturated permeability between the two layers. A relatively short rainfall duration resulted in a delayed response of pore pressure and water content to the rainfall after its cessation, while a relatively long duration did not result in such a delayed response. The delayed response indicated the redistribution of soil water in infiltration. Different paths of water content versus matric suction were followed during the tests indicating the apparent hysteretic behavior of soil water. In addition, the coarser layer restricted the increase of pore pressure in the finer layer. A minor variation of saturated soil permeability had minimal effect on infiltration.
引用
收藏
页码:329 / 337
页数:9
相关论文
共 50 条
  • [41] Spatial averaging infiltration model for layered soil
    HU HePing YANG ZhiYong TIAN FuQiang Department of Hydraulic Engineering State Key Laboratory of Hydroscience and Engineering Tsinghua University Beijing China Department of Water Resources Institute of Water Resources and Hydropower Research Beijing China
    ScienceinChina(SeriesE:TechnologicalSciences), 2009, 52 (04) : 1050 - 1058
  • [42] Complex behavior of petroleum hydrocarbons in vadose zone: A holistic analysis using unsaturated soil columns
    An S.
    Woo H.
    Kim S.H.
    Yun S.-T.
    Chung J.
    Lee S.
    Chemosphere, 2023, 326
  • [43] ISOTHERMAL DRYING OF STRUCTURALLY LAYERED SOIL COLUMNS
    HILLEL, D
    HADAS, A
    SOIL SCIENCE, 1972, 113 (01) : 30 - &
  • [44] INFILTRATION AND REDISTRIBUTION OF WATER IN VERTICAL COLUMNS OF LOAM SOIL
    STAPLE, WJ
    SOIL SCIENCE SOCIETY OF AMERICA PROCEEDINGS, 1966, 30 (05): : 553 - &
  • [45] Modeling Infiltration-Runoff under Multi-layered Soil during Rainfall
    Gan, Yongde
    Jia, Yangwen
    Wang, Kang
    ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 864-867 : 2392 - 2402
  • [46] Study on rainfall infiltration characteristic parameters of unsaturated soil
    Zhong, Lijia
    Wang, Bo
    Zhao, Xuguang
    Liu, Fengyin
    Miao, Meng
    Pu, Cheng
    FRONTIERS IN ECOLOGY AND EVOLUTION, 2023, 11
  • [47] A FRAMEWORK FOR UNSATURATED SOIL BEHAVIOR
    TOLL, DG
    GEOTECHNIQUE, 1990, 40 (01): : 31 - 44
  • [48] Numerical analysis of effect of rainfall infiltration on unsaturated soil
    Garcia, E. F.
    Riveros, C. A.
    Saldarriaga, J. C.
    ADVANCES IN UNSATURATED SOILS, 2013, : 489 - 494
  • [49] Stability analysis of unsaturated soil slope due to infiltration
    Chen, SX
    Liu, ZG
    Xu, HB
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A AND B, 2004, 4 : 2859 - 2863
  • [50] Analysis of Rainfall Infiltration Law in Unsaturated Soil Slope
    Zhang, Gui-rong
    Qian, Ya-jun
    Wang, Zhang-chun
    Zhao, Bo
    SCIENTIFIC WORLD JOURNAL, 2014,